Stream cross-sectional areas (A) are required for a number of tasks in water resources engineering including flood forecasting and reservoir designing. Unless electronic sounding devices are available to obtain continuou profiles of the channel bottom, the engineer must rely on discrete depth measurements to compute for the Area. A Problem 2: example of a typical stream cross section is shown in the figure below. The data points represent locations where a boa was anchored and depth readings were taken. Use Simpson's 1/3 rule (let n= 10) to estimate the cross sectional area fror this data. y Water surface 20 Distance from left bank, m Depth, m
Stream cross-sectional areas (A) are required for a number of tasks in water resources engineering including flood forecasting and reservoir designing. Unless electronic sounding devices are available to obtain continuou profiles of the channel bottom, the engineer must rely on discrete depth measurements to compute for the Area. A Problem 2: example of a typical stream cross section is shown in the figure below. The data points represent locations where a boa was anchored and depth readings were taken. Use Simpson's 1/3 rule (let n= 10) to estimate the cross sectional area fror this data. y Water surface 20 Distance from left bank, m Depth, m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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